Attachment_2,_Drawings,_Certified_Final.pdf
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Drawings Certified Final Documents April 2018
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of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
LOCK CHAMBER CONCRETE REHABILITATION
ALLEGHENY COUNTY, PENNSYLVANIA
LOCK AND DAM 2
ALLEGHENY RIVER
W911WN-XX-X-XXXX
Pittsburgh District
VOLUME X
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G-001
ROGER A. PERK, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, ROCK ISLAND DISTRICT
FREDERICK R. JOERS, P.E., DIRECTOR, INLAND NAVIGATION DESIGN CENTER
JEANINE M. HOEY, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, PITTSBURGH DISTRICT
W911WN18B8003
APRIL 2018
ER 1110-1-8152 AND ER 1110-1-8168.
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
ISLAND DISTRICT, DESIGNED THIS PROJECT FOR THE PITTSBURGH DISTRICT
THE INLAND NAVIGATION DESIGN CENTER IN COORDINATION WITH THE ROCK
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CERTIFIED FINAL DOCUMENT
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B5PM9RAP
Typewritten Text
20JUN2018
TITLE OF DRAWING TITLE OF DRAWING TITLE OF DRAWING
GENERAL
ID NO.
SHEET
ID NO.
SHEET
ID NO.
SHEET
IN
D
E X S
H E
E T
G-002
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IN
D S
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L A
N D W
A L L
V-606
V-605
V-604
V-603
V-602
V-101
C-101
G-006
G-005
G-004
G-003
G-002
G-001
OPTION A - LAND WALL GRATING RECESS RESURFACING
SA502
SA501
SA302
SA301
SA101
GA001
DETAILS - GRATING RECESS RESURFACING
DETAILS - GRATING RECESS RESURFACING
SECTIONS - GRATING RECESS RESURFACING
SECTIONS - GRATING RECESS RESURFACING
PLAN - GRATING RECESS RESURFACING
COVER SHEET
HYDROGRAPHS - UPPER AND LOWER POOL - DURATION CURVES
HYDROGRAPHS - LOWER POOL - 2012 THRU 2016 INCLUSIVE
HYDROGRAPHS - LOWER POOL - 2007 THRU 2011 INCLUSIVE
HYDROGRAPHS - UPPER POOL - 2012 THRU 2016 INCLUSIVE
HYDROGRAPHS - UPPER POOL - 2007 THRU 2011 INCLUSIVE
PLAN - SURVEY CONTROL LAND WALL
PLAN - SITE, STAGING, AND STORAGE LAND WALL
GENERAL STRUCTURAL NOTES
GENERAL STRUCTURAL NOTES
GENERAL NOTES AND LEGEND SHEET
ABBREVIATIONS SHEET
INDEX SHEET
COVER SHEET
FOOTBRIDGE REPAIRS - PLAN, SECTION AND DETAILS
DETAILS - STAY-IN-PLACE FORM
DETAILS - HANDRAIL
DETAILS - HANDRAIL
ELEVATION - HANDRAIL
PLAN - HANDRAIL
DETAILS - ARMOR
DETAILS - ARMOR
DETAILS - CABLE/PIPING PROCTECTION
DETAILS - PRECAST LADDER RECESS UNIT
DETAILS - PRECAST LADDER RECESS UNIT
DETAILS - PRECAST LADDER RECESS UNIT
DETAILS - PRECAST LINE HOOK UNIT
DETAILS - PRECAST LINE HOOK UNIT
SECTIONS - PRECAST LINE HOOK UNIT
DETAILS - PRECAST LINE HOOK UNIT
DETAILS - PRECAST WALL UNIT
DETAILS - PRECAST WALL UNIT
ELEVATION - MITER GATE RECESS - REINFORCING
ELEVATION - MITER GATE RECESS
ELEVATION - MONOLITH L34
ELEVATION - MONOLITH L30
ELEVATION - MONOLITHS L25-L26
SECTIONS AND DETAILS - REINFORCING - MITER GATE RECESS
SECTIONS - SHOTCRETE REPAIRS
SECTION - GRATING RECESS
SECTIONS - CHECKPOST INSTALLATION
SECTIONS - ANCHOR INSTALLATION
SECTIONS - JOINT TREATMENT
SECTIONS - JOINT TREATMENT
SECTION - KEVEL RAIL STEP
SECTIONS - LADDER & LINE HOOK UNIT
SECTIONS - PRECAST LADDER/LINE HOOK UNIT - INSTALLATION
SECTION - PRECAST WALL UNIT - INSTALLATION
PLAN & ELEVATION - MONOLITHS L33-L35
PLAN & ELEVATION - MONOLITHS L29-L32
PLAN & ELEVATION - MONOLITHS L25-L28
PLAN & ELEVATION - DEMOLITION - LAND WALL MONOLITHS L33-L35
PLAN & ELEVATION - DEMOLITION - LAND WALL MONOLITHS L29-L32
PLAN & ELEVATION - DEMOLITION - LAND WALL MONOLITHS L25-L28
PLAN AND DETAILS SURVEY MONUMENT INSTALLATION
COVER SHEET
S-550
S-540
S-533
S-532
S-531
S-530
S-526
S-525
S-520
S-517
S-516
S-515
S-513
S-512
S-511
S-510
S-502
S-501
S-411
S-410
S-403
S-402
S-401
S-330
S-320
S-316
S-315
S-312
S-311
S-310
S-305
S-303
S-302
S-301
S-113
S-112
S-111
S-103
S-102
S-101
V-101
G-001
DEMO - PLAN, SECTIONS AND DETAILS
SECTIONS - DEMOLITION
SECTIONS - DEMOLITION
SECTIONS - DEMOLITION
SECTIONS - DEMOLITION
SECTIONS - DEMOLITION
S-750
S-710
S-705
S-703
S-702
S-701
LAND WALL CHAMBER FACE REHABILITATION
LAND WALL CHAMBER FACE REHABILITATION
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AMERICAN WELD SOCIETYAWS
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AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
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AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
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DEMOLISH OR DEMOLITIONDEMO
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EDGE OF DECKEOD
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FRACTURE CRITICAL MEMBERFCM
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GYPSUM BOARDGYP
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LOCATIONLOC
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GENERAL NOTES LEGEND
INDICATES GROUT
MONOLITH NUMBER
INDICATES REMOVAL OF CONCRETE
INDICATES STEEL IN SECTION
INDICATES NEW CONCRETE IN SECTION
MARK NUMBER
INDICATES SHOTCRETE REPAIR AREA
INDICATES CAST-IN-PLACE CONCRETE REPAIR AREA
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THE NAVIGATION CLOSURE PERIOD.
BY THE GOVERNMENT, AND ON SITE PRIOR TO THE START OF
ALL PRECAST WALL UNITS SHALL BE FABRICATED, INSPECTED, ACCEPTED14.
AWS. FOLLOW THE LATEST APPLICABLE WELDING CODE.
WELDING SYMBOLS ARE IN CONFORMANCE WITH THE NOTATION OF THE13.
WITH THE SPECIFICATIONS.
AREAS WITH LEAD-BASED PAINT SHALL BE CONDUCTED IN ACCORDANCE
LEAD-BASED PAINT IS PRESENT ON THE EXISTING ARMOR. ALL WORK ON12.
NAVIGATION CLOSURE PERIOD.
CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE11.
ARMOR IS CUT.
ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE
ON THE DRAWINGS. A 6" MINIMUM SAWCUT SHALL BE REQUIRED ON
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE10.
SPECIFICATIONS.
DURING LOCKAGE OF TOWS CONTAINING FLAMMABLE PRODUCTS. SEE
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS9.
TO CONDUCT LOCK OPERATIONS.
CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL
TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,
CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING
CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.
THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE8.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY7.
BE VERIFIED BY THE CONTRACTOR.
THE REFERENCE DRAWINGS SUPPLEMENTED BY FIELD SURVEY AND SHALL
THE DIMENSIONS, STATIONS, ELEVATIONS AND FEATURES ARE BASED ON6.
NOT PRINTED TO SCALE.
REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY
CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE
FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY5.
VERTICAL SURVEY CONTROL SHALL BE NAVD 88, USING GEOID 12A.4.
STATE PLATE COORDINATE SYSTEM - SOUTH ZONE - NAD 83.
HORIZONTAL SURVEY CONTROL TO BE COMPUTED ON THE PENNSYLVANIA3.
DATUM, (NGVD-29), BASED ON REFERENCE PLAN DOCUMENTS.
NOTED OTHERWISE, ARE REFERENCED TO NATIONAL GEODETIC VERTICAL
ALL PLANS AND ELEVATIONS SHOWN, EXCEPT FOR THOSE SPECIFICALLY2.
SHALL BE PROVIDED BY THE CONTRACTOR.
CONSTRUCTION POWER AND LIGHTING DURING NON-DAYLIGHT HOURS,
AVAILABLE TO THE CONTRACTOR. UTILITIES, INCLUDING TEMPORARY
AND EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE
GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.)1.
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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES
(STAINLESS STEEL), SEE SPECIFICATIONS.
ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL13.
THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.
SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF
ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED12.
TREATMENT FROM MANUFACTURER/FABRICATOR.
CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED
WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,
ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED11.
AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND10.
CONTACT.
" FILLET WELD ALONG ALL EDGES OF THE8
1A CONTINUOUS
BE SUBMERGED SHALL BE SEALED WATERTIGHT BY RUNNING
STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO9.
DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL8.
APPROVAL.
DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR
DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 7.
ELECTRODES.
CORROSION RESISTING STEEL SHALL BE MADE WITH CRES
AWS D1.1-15 USING E70XX ELECTRODES, ALL WELDS ON
ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF6.
FABRICATION.
COATED IN ACCORDANCE WITH ASTM A123 AFTER
WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE
GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE5.
DESIGNATED AS BEARING-TYPE CONNECTIONS.
ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE
BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO.4.
SHALL BE BOLTED UNLESS OTHERWISE NOTED.
SPECIFICALLY DETAILED OTHERWISE. FIELD CONNECTIONS
SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS3.
(* Fy BASED ON 0.2% OFFSET STRAIN)
(Fy IS THE MINIMUM YIELD STRENGTH)
Fy = 42 KSI*ASTM A276 TYPE 304F. CRES:
ASTM F3125E. HIGH-STRENGTH BOLTS:
Fy = 55 KSIASTM F1554 GRADE 55D. ANCHOR RODS:
Fy = 36 KSIASTM A36C. SHAPES/PLATES:
Fy = 35 KSIASTM A53 GRADE BB. PIPE:
Fy = 50 KSIASTM A992A. W-SHAPES:
SHALL MEET THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.
FOURTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.
ADHESIVE ANCHOR NOTES
ADHESIVE ANCHOR NOTES (cont.)
SEE SPECIFICATIONS FOR REQUIREMENTS.
AS SPUDDING BARGES, CONCRETE DEMOLITION AND DEBRIS REMOVAL.
HYDRAULIC AND AIR PIPING FROM CONTRACTOR OPERATIONS SUCH
THE CONTRACTOR SHALL PROVIDE MEANS TO PROTECT THE EXISTING 11.
FOR NECESSARY PLAN OR GRADE CHANGES.
ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
CONSTRUCTION. CONTRACTOR SHALL NOTIFY IF ANY DISCREP-
TION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO
FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE10.
THAT MAY EFFECT THE COMPLETION OF THIS WORK.
OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER9.
EQUIPMENT.
HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR
SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION
UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR8.
AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED7.
NGVD 1929 DATUM.
AS (X'-X") REFERENCED TO THE REFERENCE ELEVATION,
ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED6.
COMPLETION OF THE PROJECT.
SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS
SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING, ITS
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
THE DRAWINGS IS COMPLETED. IT IS THE CONTRACTOR'S SOLE
STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND5.
REFERENCED.
DITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR
SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CON-
TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE
TION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF
IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUC-
WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO
DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY4.
NING WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGIN-
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.
FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.
TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS
OTHER DRAWINGS. COORDINATE THE WORK OF OTHER
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.
THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND1.
LICENSED DESIGN PROFESSIONAL.
HARDENED, SOUND CONCRETE, UNLESS PERMISSED BY THE
BENT AFTER BEING ADHESIVELY EMBEDDED IN
REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE20.
AND REPLACED AT THE CONTRACTOR'S EXPENSE.
FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED
THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE
ANCHORS SHALL BE INSTALLED PERPENDICULAR TO
CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,
IN-PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE
INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED19.
OTHER COATINGS.
CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR
ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE18.
THE ADHESIVE DURING CURING.
TO VERTICALLY OVERHEAD LOCATIONS TO PREVENT LOSS OF
ANCHORS AT THE SURFACE SHLL BE SEALED AT HORIZONTAL
SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND
FOLLOWED BY INSERTION AND ROTATING THE ANCHOR TO THE
HOLE AND WITHDRAWN AS ADHESIVE IS INJECTED,
EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE
SHALL BE DISPENSED THROUGH A TUBE OR CARTRIDGE
UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE17.
CLEANING.
THAT THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL
ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE
THE HOLE WAS JUST DRILLED, IF IN THE OPINION OF THE
A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING16.
IS INSTALLED.
PROTECTED FROM CONTAMINATION UNTIL THE ADHESIVE
DRILLED AND CLEANED ANCHOR HOLES SHALL BE15.
ADHESIVE INJECTION, AS REQUIRED BY THE MPII.
ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO14.
ROTARTY IMPACT HAMMER DRILL OR ROCK DRILL.
ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A13.
VACUUMS, WRENCHES, ETC.
BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP
NOT LIMITED TO, DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,
REQUIRED TO INSTALL THE ADHESIVE ANCHOR INCLUDING, BUT
THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT12.
PRINTED INSTALLATION INSTRUCTIONS (MPII).
IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED
ACCORDANCE WITH THE SPECIFICATIONS. POST-
PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN
ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED11.
MANUFACTURER.
SERVICE TEMPERATURE RANGED RECOMMENDED BY THE
ADHESIVES SHALL BE STORED AND INSTALLED AT THE 10.
STICK-OUT SHALL BE 6".
EMBEDMENT DEPTH SHALL BE 1'-6" AND MINIMUM
INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM
PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING
AS SHOWN ON THE DRAWING OR DETAIL FOR THE
(STICK-OUT) FROM THE CONCRETE SURFACE SHALL BE
EMBEDMENT DEPTH AND ANCHOR PROJECTION 9.
CONTRACTING OFFICER.
CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE
INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE7.
OTHERWISE.
STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS, UNLESS NOTED
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.
" UNLESS NOTED OTHERWISE.4
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED5.
PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND MAINTAINED SECURELY IN
ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,4.
SURFACES.
GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
" THICK JOINT FILLER MATERIAL WHERE SLABS ON2
1PROVIDE 3.
MESH SPACING.
FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ON FULL
A1064. PROVIDE SHEET-TYPE WELDED WIRE
WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM2.
TRACTOR SHALL BE IN ACCORDANCE WITH ACI 318.
(ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CON-
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
ALL CONCRETE CONSTURCTION SHALL BE IN ACCORDANCE1.
50 DEGREES FARENHEIT.
ANCHOR INSTALLATION SHALL BE AT LEAST
CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE8.
21 DAYS.
INSTALLATION SHALL HAVE A MINIMUM AGE OF
CONCRETE AT THE TIME OF ADHESIVE ANCHOR7.
ADHESIVE ANCHOR INSTALLATION.
STRENGTH OF 2,500psi AT THE TIME OF
NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.
ASSEMBLIES SHALL CONFORM TO ASTM A615, GRADE 60.
REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS5.
ANCHOR ASSEMBLIES SHALL BE AS NOTED ON THE DRAWINGS.
ALL-THREADED ROD TO BE USED IN ADHESIVE4.
�ìåÅê=Z=NSTM=éëá UNCRACKED CONCRETE BOND STRESS:b.
�Åê=Z=UMR=éëá CRACKED CONCRETE BOND STRESS:a.
USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:
BOND STRESS WERE ASSUMED FOR THE DESIGN
ANCHORS, THE FOLLOWING MINIMUM VALUES FOR
CHAPTER 17 OF ACI 318-14. FOR ADHESIVE
ANCHORAGE DESIGN IS IN ACCORDANCE WITH 3.
PROPERLY CLEANING THE DRILLED HOLE.
ALL MANUFACTURER RECOMMENDED SUPPLIES FOR
EXTENSION TUBE, A DISPENSING GUN, AND
THE NEW ADHESIVE, A CLEAN MIXING NOZZLE,
THE SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO,
SHALL BE SUPPLIED AS AN ENTIRE SYSTEM.
THE ADHESIVE ANCHORS SELECTED2.
ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.
CRITERIA FOR QUALIFICATION OF POST-INSTALLED
RECENTLY PUBLISHED ACI 355.4, ACCEPTANCE
CONFORM TO THE REQUIREMENTS OF THE MOST
POST-INSTALLED ANCHORAGE TO CONCRETE SHALL
THE ADHESIVE ANCHOR SYSTEM USED FOR1.
S O
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SHEET ID
U .S
A R
M Y C
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P S O
F E
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IN
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R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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F
G
P
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B U
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H D
IS
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W N -X
X -X -X
X X
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A N
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P L
O T D
A T
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B U
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O E -M
V R
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R A
L S
T R
U C
T U
R A
L N
O T
E S
REINFORCEMENT NOTES
PER ACI 318-14
TABLE OF REINFORCEMENT EMBEDMENTS AND SPLICES
#9
#7
#8
5d
2.54 TO 3.81
3.81 TO 6.35
2.26 TO 3.38
3.38 TO 5.64
#5
#6
2.82 TO 4.23
4.23 TO 7.05
7.05 AND ABOVE
TOP BARSOTHER BARS
CONCRETE COMPRESSIVE STRENGTH:
REINFORCING YIELD STRENGTH:
5d
3d
3d
4d
3d
4d
4d
5d
4d
5d
3d
5d
1 1/2 TO 2 1/4
2 1/4 TO 3 3/4
1 1/4 TO 1 7/8
1 7/8 TO 3 1/8
2 TO 3
3 TO 5
1 3/4 TO 2 5/8
2 5/8 TO 4 3/8
5d
3d
3d
4d
3d
4d
4d
5d
0.20 3d
1 1/2 AND ABOVE
2 1/2 AND ABOVE
4d
5d
3/4 TO 1 1/8
(IN.)(IN.)(INCHES) (IN.)(IN.)(IN.) (IN.)(IN.)
1 1/2 TO 2 1/2
#3
1 1/8 TO 1 1/2
1 TO 1 1/2#4
3d
4d
0.11
1/2
5d
3/8
16 12
3 1/8 AND ABOVE
3 3/4 AND ABOVE
1.56
5.64 AND ABOVE
6.35 AND ABOVE
4 3/8 AND ABOVE
5 AND ABOVE
0.31
0.44
#10
#11
1.00
1.27
0.60
0.79
5/8
1.13
1.27
3/4
7/8
1.41
2 3
(IN. )
2 3
SIZE
BAR
CENTER BAR SPACING
MIN. CENTER TO
LENGTH
EMBEDMENT
MINIMUM
(d)
DIA.
(A)
AREA
LENGTH
SPLICE
CLASS 'A'
LENGTH
SPLICE
CLASS 'B'
LENGTH
EMBEDMENT
MINIMUM
LENGTH
SPLICE
CLASS 'A'
LENGTH
SPLICE
CLASS 'B'
4500 psi
60 ksi
L E
S S T
H A
N
IN
T
H
IC
K N
E S
S
C O
N C
R E
T E S
E C
T
IO
N E
Q U
A L T
O O
R
A N
D L
E S
S T
H A
N
IN
T
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K N
E S
S
C O
N C
R E
T E S
E C
T
IO
N G
R E
A T
E R T
H A
N
G R
E A
T E
R T
H A
N
IN
T
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S
C O
N C
R E
T E S
E C
T
IO
N E
Q U
A L T
O O
R
(M
IN
(M
(M
NEW CONCRETE
EXISTING CONCRETE
FACE OF CONCRETE
SECONDARY REINFORCEMENT
3" MIN (TYP)
A3
MINIMUM CLEAR COVER
SCALE : NO SCALE
CONCRETING RESPECTIVELY.
ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.
FORCING BARS.
CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.
ACI 301, ACI 315, AND ACI 318A.
CRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF:
FABRICATION, AND PLACING OF REINFORCING BARS AND CON-
UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,15.
THE DRAWINGS.
DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A14.
SHALL COMPLY WITH ACI 318 PARAGRAPH 12.14.3.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING
NO WELDING SHALL BE PERMITTED ON REINFORCEMENT13.
CONTRACTING OFFICER.
CONSTRUCTABILITY AND APPROVED BY THE
SPLICES MAY BE MADE WHERE ESSENTIAL FOR
SHALL BE BASED ON THE SMALLER BAR BEING LAPPED.
WITH THE TABLE SHOWN ON THIS SHEET. SPLICE LENGTHS
REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE12.
EMBEDDED LENGTH CANNOT BE OBTAINED.
SHEET. PROVIDE HOOKS IF THE REQUIRED STRAIGHT
SHALL BE IN ACCORDANCE WITH THE TABLE SHOWN ON THIS
REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS11.
CONTRACTING OFFICER.
CONCRETE IS NOT ALLOWED IF APPROVED BY THE
FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN10.
SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.
AND ENBEDMENT LENGTHS ARE SHOWN IN THE TABLE ON THIS
FOR REINFORCED CONCRETE (ACI 318-14)". MINIMUM SPLICE
BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS
SPLICES AND ANCHORAGE FOR REINFORCEMENT BARS SHALL9.
CONTRACTING OFFICER.
DRAWINGS OR AS OTHERWISE APPROVED BY THE
BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE8.
OFFICER.
BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE
WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED7.
JOINTS.
CONTINUOUS ACROSS EXPANSION JOINTS AND MONOLITH
CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE
REINFORCEMENT SHALL BE CONTINUOUS ACROSS 6.
REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.5.
FORCEMENT.
2.5 TIMES THE MAXIMUM DIAMETER OF THE REIN-2.
AGGREGATE.
1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE1.
IN NO CASE SHALL THE COVER BE LESS THAN:B.
SURFACES EXPOSED TO ABRASION............................6"5.
ATION.................................................................................4"
UNFORMED SURFACES IN CONTACT WITH FOUND-4.
EQ TO OR GREATER THAN 24" IN THICKNESS............4"3.
GREATER THAN 12" AND LESS THAN 24" THICK.........3"2.
12" OR LESS IN THICKNESS...........................................2"1.
FORMED AND SCREEDED SURFACES:A.
BE:
REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL
MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR4.
CONCRETE AND COMMENTARY."
TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM3.
INSTITUTE.
NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE2.
(FY = 60,000 PSI).
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601.
MULTIPLIED BY 1.2.
LESS THAN 3d OR CLEAR SPACING LESS THAN 6d. ALL OTHER EPOXY COATED BARS SHALL BE
MULTIPLY LENGTHS SHOWN BY 1.5 (1.3 FOR TOP BARS) FOR EPOXY COATED BARS W/ COVER5.
IS CAST BELOW THE REINFORCEMENT.
TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE4.
STRESS IN THE BARS.
CLASS 'B' LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM 3.
AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.
SAME LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT
CLASS 'A' LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE2.
LENGTHS BASED ON ACI 318-14.
TABLE 'A' PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE1.
TABLE NOTES:
S O
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
P
IT
T S
B U
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H D
IS
T R
IC
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W
W N -X
X -X -X
X X
X
A N
S
E N
A M
E
P L
O T D
A T
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T Y A
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N U
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B U
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O E -M
V R
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O N
C R
E T
E R
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A B
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A L L E
G H
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IV
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A S
IN
A L L E
G H
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Y L
O C
K A
N D D
A
P
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W
W N
B
N D
C
IN
L A
N D N
A V
A G
A T
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N D
E S
IG
N C
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T E
R M
V D
L
GENERAL SHEETS NOTES
SCALE : NO SCALE
N
FLOW
S T
A .0
B
S T
A .2
B
S T
A .6
A
S T
A .0
A
S T
A .0
A
S T
A .0
B
C
P
IN
T L E
L S T
A .0
B
C
P
IN
T L E
L
LOWER GUIDE WALL
RIVER WALL RIVER WALL
LAND WALL LAND WALL
POWER HOUSEWATERS EDGE
TAILRACE
PROPERTY LINE
U.S. GOVERNMENT
8'-0" SECURITY FENCE
S T
A .0
B
SHELTERS
STORAGE
WALKWAY
OVERHEAD
STAIRS
SLOPED PAVING
ESPLANADE SHELTER
STORAGE
STATION
FIRE
FENCE
8'-0" SECURITY
SHELTERS
STORAGE
STAIRS
16' SECURITY GATE
TIMBER WALL
UPPER GUIDE WALL
HOUSE
GAGE
MOORING CELL
WATERS EDGE
ACCESS ROAD
FENCE
SECURITY
8'-0"
PIPE CHASE CROSSOVER
F
IX
E D C
R E
S T D
A M
UPPER GUARD WALL
UPPER POOL EL. 721.0
S T
A .2
A
FOR OPERATION OF CRAFT IN THIS AREA
ALL SAFETY PRECAUTIONS REQUIRED
EXTREME CARE AND SHALL TAKE
THE CONTRACTOR SHALL USE
ALLEGHENY RIVER
STAGING AREA
CONTRACTOR
WORK LIMITS
PROJECT
MOORING AREA
CONTRACTOR
200'-0"
STORAGE AREA
CONTRACTOR
100'-0" 100'-0"
A1
PLAN
S
IT
E S
T A
G
IN
G
A N
D S
T O
R A
G E
P L
A N
C-101
B J
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N D
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IN
D S
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S T
A .0
LOCK CHAMBER 56' x 360'
L A
N D W
A L L
E1
PLAN
ACTIVITIES.
EXISTING FACILITIES DURING CONSTRUCTION
REQUIRED TO WORK AROUND ALL
ON THIS DRAWING. CONTRACTOR WILL BE
3. NOT ALL LOCK APPURTENANCES ARE SHOWN
SECURE THESE AREAS.
RESPONSIBILITY OF THE CONTRACTOR TO
TO USE THESE AREAS, IT IS THE
SECURED LOCK AREA. IF CONTRACTOR OPTS
2. PARKING LOT NO. 1 AND NO. 2 ARE OUTSIDE OF
REQUIREMENTS).
MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL QUEUE
CONSTRUCTION CLOSURE PERIOD (EXCEPT FOR
PROVIDED FOR THE CONTRACTOR TO WORK DURING THE
CHAMBER AND GUIDEWALLS OUTSIDE OF THE HOURS
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
SHEET KEY NOTES
SCALE : NO SCALE
M A
T C
H L
IN
E
M A
T C
H L
IN
E
LOT NO. 1
PARKING
91'
169'
LOT NO. 2
PARKING
STAGING AREA
CONTRACTOR
H
IG
H L
A N
D P
A R
K B
R
ID
G E
FLOW
UPPER POOL EL. 721.0
ALLEGHENY RIVER
PIPE CROSSOVER
3. EXISTING GOVERNMENT STORAGE
PERIOD.
CLEAR DURING THE ENTIRE CONSTRUCITON
2. HELICOPTER LANDING ARE SHALL REMAIN
CONSTRUCTION PERIOD.
PARKING LOT DURING THE ENTIRE
FROM THE ACCESS ROAD AND THRU THE
GOVERNMENT PERSONNELTHE SITE FOR
CONTRACTOR SHALL MAINTAIN ACCESS TO1.
H
HPU CANOPY
CANOPY
STG BLDG
SD503 AND SD704
WORK SEE DRAWINGS
FOR FOOTBRIDGE REPAIR
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US Army Corps
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ARMOR
EXISTING CORNER
A1
SURVEY CONTROL PLAN
SCALE : NO SCALE
GENERAL NOTES
MONUMENT NORTHING EASTING ELEVATION
CONTROL POINTS, NAVD 88
M1
M2 UNKNOWN UNKNOWN UNKNOWN
427838.089 1366346.767 732.709
L25-L26 TBD TBD0+79.05B
M1M2
S T
A
.5
A
M J
S T
A
.0
T H
E O
R E
T
IC
A L
S T
A
.5
A
M J
S T
A
.0
T H
E O
R E
T
IC
A L
3.57’
3.57’
SCALE : NO SCALE
L24L25L26L27L28L29L30L31L32L33
FLOW
L34L35
R13R14 R10R11R12 R3R4R5R6R7R8R15R16 R2 R1R9
S U
R V
E Y C
O N
T R
O L
V-101
B J
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IN
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Y
L27-L28 1+42.65B
L31-L32 3+10.88B
L29-L30 2+26.67B
L33-L34 3+94.98B
BASELINE SURVEY INFORMATION, NGVD 1929
JOINT
MONOLITH
ON CONTRACT
STA AS SHOWN
ACTUAL STA ELEVATION
L26-L27
L28-L29
L30-L31
L32-L33
L34-L35
1+21.11B
1+84.73B
3+52.79B
2+68.90B
4+38.22B
TBD TBD
TBD TBD
TBD TBD
TBD TBD
TBD TBD
TBD TBD
TBD TBD
TBD TBD
TBD TBD
ITEMS MARKED "TBD" INDICATE MEASUREMENTS TO BE TAKEN UNDER THIS CONTRACT.
NOTE:
OF ALL MONOLITH JOINTS.
SHALL PROVIDE AND SUBMIT STATIONING AND ELEVATION
LOCATIONS OF NEW WORK PLACEMENT. CONTRACTOR
FEATURE LOCATIONS, NEW WALL UNIT DIMENSIONS, AND
THIS CONTRACT, INCLUDING DETERMINING EXISTING LOCK
DEVELOPED TO PERFORM FUNCTIONS OF WORK UNDER
THE CONTRACTOR SHALL USE THE BASELINE STA. 0+00.00B6.
0+00.0B TO ESTABLISH THE BASELINE STA. 0+0.00B.
MONUMENTS, PERPENDICULAR TO LC1-LC2 AT STA.
h) THE CONTRACTOR SHALL SET TWO TEMPORARY
WILL FIT WITHIN EXISTING CONDITIONS.
REMOVAL ELEVATION TO ENSURE DESIGN COMPONENTS
WALL, THE GOVERNMENT MAY REVISE THE BOTTOM
g) BASED ON THE ELEVATIONS ALONG THE TOP OF THE
THEORETICAL EL. 733.0 (NGVD 1929).
THE TOP OF THE LOCK WALL IN RELATION TO THE
f) SUBMIT A DRAWING DEPICTING THE ELEVATION ALONG
AT STA. 0+00.0B.
THRU MONUMENT M1 FROM WHICH TO TURN 90 DEGREES
DETERMINE THE BEST ORIENTATION OF LINE LC1-LC2
WALL IN RELATION M1-M2, THE GOVERNMENT WILL
e) BASED ON THE ORIENTATION OF THE EXISTING LOCK
OPTION B IS FROM LINE M1-M2.
INCLUDING DISTANCE THAT EACH POINT DETERMINED IN
IN RELATION TO THE THEORETICAL LINE M1-M2,
THE EXISTING LOCKWALL (INFORMATION FROM ITEM 5.B)
d) SUBMIT A DRAWING DEPICTING THE ORIENTATION OF
INCLUDE NORTHING, EASTING, AND ELEVATION.
AT EACH MONOLITH JOINT. SURVEY INFORMATION SHALL
POINT E ALONG THE WALL AT 10 FOOT INTERVALS AND
MONOLITH L35, SURVEY THE EXISTING ARMOR AT
c) FROM LAND WALL MONOLITH L25 TO LANDWALL
THEORECTICAL STA. 0+00.0B.
MONUMENT M2, EXTENDING UPSTREAM BEYOND THE
UPSTREAM TO DOWNSTREAM FROM MONUMENT M1 TO
b) ESTABLISH LINE M1-M2: ESTABLISH A LINE RUNNING
MONOLITHS L24 AND L25 ON THE LAND WALL.
DOWNSTREAM OF THE MONOLITH JOINT BETWEEN
ON THE LAND WALL BY MEASURING 3.57 FEET
a) ESTABLISH AND MARK THE THEORECTICAL STA. 0+00.0B
ESTABLISHED AND SUBMITTED:
SEQUENCE OF WORK AND INFORMATION TO BE5.
DRAWINGS.
MEASURE LOCATIONS SHOWN ON THE CONTRACT
STA. 0+00.0B. THIS STATION WILL BE USED TO VERIFY AND
IN WHICH THE CONTRACTOR SHALL TURN 90 DEGREES AT
THE GOVERNMENT WILL PROVIDE A THEORETICAL LINE
SUBMIT THE INFORMATION TO GOVERNMENT FOR REVIEW.
ORIENTATION OF LOCK WALLS), THE CONTRACTOR SHALL
(ESTABLISHING LINES M1-M2 IN RELATION TO
AFTER COMPLETING THE INITIAL WORK ON THIS PAGE4.
FIELD BOOK
DISTANCE UNITS
COORDINATE UNITS
POINT)
GEOID (PROVIDE A DESCRIPTIVE IDENTIFICATION OF THE
VERTICAL DATUM
PROJECT DATUM
ZONE
COORDINATE SYSTEM
PROJECT
FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
INFORMATION DESCRIBED ON THIS SHEET. ALL POINT
NORTHING/EASTING/ELEVATION COORDINATES FOR
THE CONTRACTOR SHALL GEOSPATIALLY LOCATE3.
DESCRIBED ON THIS PAGE.
A LICENSED SURVEYOR SHALL PERFORM THE WORK2.
BOTH NAVD 88 AND NGVD 1929 DATUMS.
BASELINE. ALL INFORMATION SHALL BE PROVIDED IN
DRAWINGS WILL BE VERIFIED FROM THIS ESTABLISHED
WALL AND LOCK STATIONING SHOWN ON THE CONTRACT
BE ORIENTATED PERPENDICULAR TO THE RESPECTIVE
A BASELINE STA. 0+00.0B. THE BASELINE STATION WILL
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH1.
L A
N D W
A L L
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US Army Corps
1 2 3 4 5 6 7 8 9 10
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US Army Corps
1 2 3 4 5 6 7 8 9 10
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NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.55 FEET HIGHER THAN 5.
AND INACCURATE DATA VALUES WERE CORRECTED.
RAW NAVIGATION DATA FROM THE FIELD WAS SCREENED
BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE 4.
OF THE UPPER POOL GAGE IS 712.0 FEET NGVD29.
ELEVATION OF 721.0 FEET NGVD29. THE ZERO ELEVATION
PROJECT UPPER POOL IS A STAGE OF 9.0 FEET AND AN 3.
ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 735 FEET, THE 2.
RECORDS AT ALLEGHENY RIVER LOCK AND DAM 2.
AVERAGE VALUES COMPUTED FROM CORPS OF ENGINEERS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY 1.
NOTES:
N D
C
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N D N
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NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.55 FEET HIGHER THAN 5.
AND INACCURATE DATA VALUES WERE CORRECTED.
RAW NAVIGATION DATA FROM THE FIELD WAS SCREENED
BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE 4.
OF THE UPPER POOL GAGE IS 712.0 FEET NGVD29.
ELEVATION OF 721.0 FEET NGVD29. THE ZERO ELEVATION
PROJECT UPPER POOL IS A STAGE OF 9.0 FEET AND AN 3.
ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 735 FEET, THE 2.
RECORDS AT ALLEGHENY RIVER LOCK AND DAM 2.
AVERAGE VALUES COMPUTED FROM CORPS OF ENGINEERS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY 1.
NOTES:
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US Army Corps
1 2 3 4 5 6 7 8 9 10
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NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.55 FEET HIGHER THAN 5.
AND INACCURATE DATA VALUES WERE CORRECTED.
RAW NAVIGATION DATA FROM THE FIELD WAS SCREENED
BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE 4.
OF THE LOWER POOL GAGE IS 694.0 FEET NGVD29.
ELEVATION OF 710.0 FEET NGVD29. THE ZERO ELEVATION
PROJECT LOWER POOL IS A STAGE OF 16.0 FEET AND AN 3.
ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 725.0 FEET, THE 2.
RECORDS AT ALLEGHENY LOCK AND DAM 2.
AVERAGE VALUES COMPUTED FROM CORPS OF ENGINEERS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY 1.
NOTES:
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US Army Corps
1 2 3 4 5 6 7 8 9 10
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NAVD88.
THE NGVD29 DATUM, AS SHOWN, IS 0.55 FEET HIGHER THAN 5.
AND INACCURATE DATA VALUES WERE CORRECTED.
RAW NAVIGATION DATA FROM THE FIELD WAS SCREENED
BREAKS IN THE HYDROGRAPH INDICATE MISSING DATA. THE 4.
OF THE LOWER POOL GAGE IS 694.0 FEET NGVD29.
ELEVATION OF 710.0 FEET NGVD29. THE ZERO ELEVATION
PROJECT LOWER POOL IS A STAGE OF 16.0 FEET AND AN 3.
ACTUAL PEAK ELEVATION IS NOTED.
FOR PEAK ELEVATIONS AT OR ABOVE 725.0 FEET, THE 2.
RECORDS AT ALLEGHENY LOCK AND DAM 2.
AVERAGE VALUES COMPUTED FROM CORPS OF ENGINEERS
HISTORICAL STAGE HYDROGRAPHS ARE BASED ON DAILY 1.
NOTES:
J K
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S O
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®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
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SHEET ID
U .S
A R
M Y C
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P S O
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®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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ALLEGHENY RIVER
LOCK AND DAM 2
of Engineers
US Army Corps
LAND WALL
G-001
J
O N
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E J
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N S
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B A
N D
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S
IN
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LAND WALL CHAMBER FACE REHABILITATION
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SHEET ID
U .S
A R
M Y C
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P S O
F E
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E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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F
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IT
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IS
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V D
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D
L A
N D W
A L L
CERTIFIED FINAL DOCUMENT
W
W N
B
J U
N E
EXISTING CONCRETE
SCALE : NO SCALE
GENERAL NOTES
REQUIRED TO BE TAKEN UNDER THIS CONTRACT
ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS
R O
U G
H E
N E
D S
U R
F A
C E O
F R
O
D NEW EPOXY GROUT
MANUFACTURES RECOMMENDATIONS
DRILLED HOLE DIAMETER PER EPOXY
D7
SURVEY DATA
D1
POSITION MONUMENT DETAIL
STA.
PROPOSED
L25
TBD
STA. ELEV.DIST.
TBD TBD
TBD TBDL26
L27
L28
L29
L30
L31
L32
L33
TBD
TBD TBD
TBD
TBD TBD
TBD
TBD TBD
TBD
TBD TBD
TBD
TBD TBD
TBD
TBD TBD
TBD
TBD TBD
ALIGNMENT SURVEY
MARK PIN FOR
1"
WITH TOP OF CONCRETE)
BRASS ROD (FLUSH
1" DIA. X 10"
0.02" RADIUS
ROUND CORNER
0+58.05B
1+00.08B
1+31.88B
1+63.69B
2+05.70B
2+47.82B
2+89.92B
3+31.83B
3+73.88B
DESIGNATION
MONUMENT
M .J
P R
O P
O S
E D S
T A
T
IO
N
L O
C A
T
IO
N
A C
T U
A L M
O N
U M
E N
T
L O
C A
T
IO
N
P R
O P
O S
E D M
O N
U M
E N
T
M O
N O
L
IT
H
C E
N T
E R O
F
R A
IL
S
T E
P F
A C
E O
F K
E V
E L
F R
O M V
E R
T
IC
A L
O F F S
E T
N
3’-0""2 12’-4
MONUMENT
C NEWL
OF WALL
CHAMBER FACE
D4
SURVEY DATA
2’1’0SCALE : 1"=1’-0"
M .J
M .J
1’-0"
D
A1
PLAN - TYPICAL MONUMENT LOCATION
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
DATUM AND NGVD 29 DATUM.
ALL INFORMATION SHALL BE SUPPLIED IN BOTH NAVD 886.
THE EDGE OF THAT COMPONENT.
MONOLITH, THE MONUMENT SHALL BE SET 1’-0" FROM
COMPONENT IS LOCATED AT THE CENTER OF THE
VERTICAL FACE OF THE KEVEL RAIL STEP. IF A LOCK
MONOLITH, WITH AN OFFSET OF 3’-0" FROM THE
MONUMENTS SHALL BE SET AT THE CENTER OF THE5.
SURVEY.
SURVEYOR SET THE MONUMENTS AND PERFORM THE
THE CONTRACTOR SHALL HAVE A REGISTERED LAND4.
SPECIFICATIONS FOR DETAILS.
SURVEY DATA TABLE ON THIS SHEET, SEE
NEW MONUMENTS TO DETERMINE THE VALUES IN THE
THE CONTRACTOR SHALL PERFORM A SURVEY OF THE3.
SAME ALIGNMENT AS EXISTING.
THE CONTRACTOR SHALL RESET THE MARKERS IN THE2.
MONUMENTATION, AT THE CONTRACTOR’S EXPENSE.
SHALL ALSO BE REPLACED WITH STABLE
CONSTRUCTION DUE TO CONTRACTOR OPERATIONS
LAND MARKERS THAT ARE DAMAGED DURING
THE WALL ACCORDING TO THE DIAGRAM SHOWN. ANY
NEW BRASS RODS SHALL BE USED ON
MONUMENTS ON LAND WALL MONOLITHS L25 THRU L33.
THE CONTRACTOR SHALL SET NEW SURVEY POSITION1.
D E
T A
IL
S
LAND WALL
S U
R V
E Y M
O N
U M
E N
T I
N S
T A
L L
A T
IO
N
V-101
B J
O N
E S
E J
O H
N S
O N
B A
N D
E R
S O
N
M L
IN
D S
E Y
L34 4+16.60B TBD TBD
TBD
TBD
L35 4+60.15B TBD TBD
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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T
IO
N M
A R
K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
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A T
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SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
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F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -X
X -X -X
X X
X
A N
S
E N
A M
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P L
O T D
A T
E
L
IB
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T Y A
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N U
E
P
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T S
B U
R G
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A
L
O L
W
V -1
.d g n
/2
/2 a u to d e s ig n B E
C D
M L L
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C K C
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O N
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E T
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A T
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D
L A
N D W
A L L
CERTIFIED FINAL DOCUMENT
W
W N
B
J U
N E
FLOW
ELEVATION
PLAN
EL 711.17
S T
A
.0
B
S T
A
.6
B
L
7'-0" 7'-0"
EL 690.00±
(TYP)
1'-0" SAWCUT
REMAIN
POLE TO
EXIST LIGHT
LOCK CHAMBER
BOTTOM OF
EL 733.00
T.O. WALL
LOWER POOL
EL VARIES
M J
C E
X
IS
T L
A D
D E
R
S T
A
.1
B
S T
A
.6
B
M J
M J
S T
A
.7
B
3'-6"3'-6"
S T
A
.7
B
L26L25 L27 L28
L26
L27 L28 L25
M J A
N D M
A T
C H
L
IN
E
A1
PLAN & ELEVATION - DEMOLITION - MONOLITHS L25-L28
PIPE GALLERY
EXISTING
FILLING CULVERT
EXISTING
S-701
A5
S-701
A7
S-701
A9
ARMOR
SAWCUT ALONG
1'-0" VERTICAL
S-702
A1
S T
A
.0
B
S T
A
.5
B
S T
A
.7
B
B J
O N
E S
E J
O H
N S
O N
M L
IN
D S
E Y
B A
N D
E R
S O
N
D E
M O
L
IT
IO
N
P L
A N E
L E
V A
T
IO
N
LAND WALL
S-101
S-701
A7
0 4' 16'8'SCALE : 1/8"=1'-0"
L A
N D W
A L L M
O N
O L
IT
H S L
-L
ANCHORAGES TO REMAIN
EXISTING MITER GATE
S T
A
.4
B
LC
E
X
IS
T C
P T
O R
E M
A
IN
R E
M O
V E E
X
IS
T C
P
TO REMAIN (TYP)
EXISTING GRATING
AS REQUIRED TO PERFORM WORK
REMOVE AND REINSTALL HANDRAIL
KEVEL RAIL STEP CONCRETE REMOVAL
PRECAST WALL UNIT CONCRETE REMOVAL
END OF KEVEL RAIL STEP.
EXISTING LADDER ON MONOLITH L26 ON MONOLITH L25 AT
CONTRACTOR SHALL USE SALVAGED CORNER CAP FROM 6.
CORNER ARMOR TO BE REMOVED.
THERE IS APPROXIMATELY 350 LINEAL FEET OF EXISTING 5.
AND REINSTALLED WITH EXISTING HANDRAIL.
ON MONOLITHS L26 AND L28. SIGNS SHALL BE REMOVED
THERE ARE EXISTING SIGNS ATTACHED TO THE HANDRAIL 4.
CONCRETE REMOVAL LINE.
EXISTING CHECKPOSTS TO BE REMOVED SHALL BE CUT AT 3.
GOVERNMENT SALVAGE.
HANDRAIL WIRE ROPE, AND WIRE ROPE TERMINATORS AS
CONTRACTOR SHALL SALVAGE ALL HANDRAIL POST CAPS, 2.
SHOWN ON THIS SHEET.
LAND WALL WHICH NEED TO BE REMOVED. HANDRAIL NOT
THERE ARE APPROXIMATELY 50 HANDRAIL POSTS ON THE 1.
NOTES
ARMOR
SAWCUT ALONG
3" HORIZONTALS-705
A3 S-705
A1
SHOTCRETE REMOVAL
S O
L
IC
IT
A T
IO
N N
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S
IG
N E
D B
Y
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IZ
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C T N
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C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -X
X -X -X
X X
X
A N
S
E N
A M
E
P L
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A T
E
L
IB
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IT
T S
B U
R G
H P
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L
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W S -1
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D D
B M
A
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O N
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E N
T E
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V D
L R
D
L A
N D W
A L L
CERTIFIED FINAL DOCUMENT
W
W N
B
J U
N E
PLAN
FLOW
ELEVATION
7'-0" 7'-0"
3'-6"3'-6"
EL 711.17
EL 690.00±
LOCK CHAMBER
BOTTOM OF
EL 733.00
T.O. WALL
LOWER POOL
EL VARIES
LOCK CHAMBER
PIPE TRENCH ACROSS
EXIST GRAVEL FILLED
(TYP)
1'-0" SAWCUT
S T
A
.7
B
S T
A
.6
B
M J
S T
A
.9
B
M J
S T
A
.8
B
M J
S T
A
.7
B
S T
A
.7
B
TO REMAIN
EXIST LIGHT POLE
L29
M J A
N D M
A T
C H
L
IN
E
M J A
N D M
A T
C H
L
IN
ESEE NOTE #1
METAL BUILDING TO REMAIN,
EXIST FREE STANDING
L30 L31 L32
L29 L30 L31 L32
PIPE TRENCH
EXIST GRAVEL FILLED
A1
PLAN & ELEVATION - DEMOLITION - MONOLITHS L29-L32
PIPE GALLERY
EXISTING
FILLING CULVERT
EXISTING
S-702
A1
S-702
A5
S-702
A8 S-702
A8
S-703
A1
S-702
A1
S T
A
.7
B
S T
A
.0
B
B J
O N
E S
M L
IN
D S
E Y
B A
N D
E R
S O
N
L A
N D W
A L L M
O N
O L
IT
H S L
-L
M O
L
IT
IO
N
P L
A N E
L E
V A
T
IO
N
LAND WALL
S-102
E J
O H
N S
O N
ABOVE EL. 711.17
AND LINE HOOKS
REMOVE EXISTING LADDER
0 4' 16'8'SCALE : 1/8"=1'-0"
S T
A
.7
B
R E
M O
V E E
X
IS
T C
P
R E
M O
V E E
X
IS
T L
A D
D E
R
S T
A
.7
B
R E
M O
V E E
X
IS
T L
IN
E H
O O
K
PRECAST WALL UNIT CONCRETE REMOVAL
NOTES
AND REINSTALLED WITH EXISTING HANDRAIL.
ON MONOLITHS L29 AND L31. SIGNS SHALL BE REMOVED
THERE ARE EXISTING SIGNS ATTACHED TO THE HANDRAIL 2.
SUITABLE MEANS.
INCLUDING DUST, BY COVERING WITH TARPS OR OTHER
EQUIPMENT FROM ALL CONSTRUCTION ACTIVITIES,
ENTIRE PROJECT. CONTRACTOR SHALL PROTECT THIS
BUILDING WHICH SHALL REMAIN OPERATIONAL DURING THE
EXISTING LOCK OPERATING EQUIPMENT BELOW THE
PLACE DURING ALL CONSTRUCTION ACTIVITIES. THERE IS
THE FREE STANDING METAL BUILDING SHALL REMAIN IN 1.
OPERATING EQUIPMENT
METAL BUILDING AND LOCK
EXISTING FREE STANDING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
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A R
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IZ
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -X
X -X -X
X X
X
A N
S
E N
A M
E
P L
O T D
A T
E
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
L
O L
W S -1
.d g n
/2
/2 a u to d e s ig n B E
D D
B M
A
L O
C K C
H A
M B
E R C
O N
C R
E T
E R
E H
A B
IL
IT
A T
IO
N
A L L E
G H
E N
Y R
IV
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A S
IN
A L L E
G H
E N
Y L
O C
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N D D
A
C
IN
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A N
D N
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A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
L A
N D W
A L L
CERTIFIED FINAL DOCUMENT
W
W N
B
J U
N E
PLAN
FLOW
ELEVATION
EL 711.17
EL 690.00–
LOCK CHAMBER
BOTTOM OF
EL 733.00
T.O. WALL
LOWER POOL
EL VARIES
S T
A
.7
B
S T
A
.9
B
M J
S T
A
.2
B
LC
E
X
IS
T L
A D
D E
R
S T
A
.1
B
LS
T
A
.7
B
(TYP)
1’-0" SAWCUT
L33
M J A
N D M
A T
C H
L
IN
E
L34 L35
EL 711.17
EL 683.75
S T
A
.0
B
S T
A
.4
B
L
IM
IT
O
F A
R M
O R
LOCK CHAMBER
CONCRETE PEDESTALS ACROSS
EXIST HYDRAULIC PIPING ON
L35
L34L33
POWER HOUSE
S T
A
.2
B
M J
A1
PLAN & ELEVATION - DEMOLITION - MONOLITHS L33-L35
FILLING CULVERT
EXISTING
PIPE GALLERY
EXISTING
S-702
A1
ARMOR
SAWCUT ALONG
1’-0" VERTICAL
B J
O N
E S
M L
IN
D S
E Y
B A
N D
E R
S O
N
L A
N D W
A L L M
O N
O L
IT
H S L
-L
M O
L
IT
IO
N
P L
A N E
L E
V A
T
IO
N
LAND WALL
S-103
E J
O H
N S
O N
S-701
A7
0 4’ 16’8’SCALE : 1/8"=1’-0"
TO REMAIN (TYP)
EXISTING GRATING
PERFORM WORK (TYP.)
HANDRAIL AS REQUIRED TO
REMOVE AND REINSTALL
S T
A
.4
B
C E
X
IS
T C
P T
O R
E M
A
IN
KEVEL RAIL STEP CONCRETE REMOVAL
PRECAST WALL UNIT CONCRETE REMOVAL
NOTES
WHICH WERE DISASSEMBLED TO PERFORM WORK.
THE SYSTEM WITH AIR AND SOAPING ALL JOINTS
AIR PIPE SHALL BE TESTED FOR LEAKS BY CHARGING 5.
DIAMETERS, EMBEDDED 3" IN EPOXY GROUT.
@ 2’-0" ON CENTER. ANCHORS SHALL MATCH STRAP
REINSTALLED WITH DOUBLE ANCHOR STRAPS SPACED
EPOXY GROUT. HORIZONTAL AIR PIPING SHALL BE
" Ø x 12" STAINLESS THREADED ROD SET IN 4
3WITH
SPACING. ATTACHED IN CHANNEL STRUT TO THE WALL
SPACES 1’-0" FROM TOP OF WALL AND AT 4’-0"
ASSUME 2" WIDE STAINLESS STEEL CHANNEL STRUTS
SIMILAR TO WHAT WAS REMOVED. FOR VERTICAL PIPE,
AIR PIPE SHALL BE REINSTALLED WITH SUPPORTS 4.
WITHIN THE NAVIGATION CLOSURE PERIOD.
ALL WORK UNDER OPTION B MUST BE COMPLETED 3.
HYDRAULIC PIPING AND AIR PIPING THAT IS TO REMAIN.
CONTRACTOR SHALL PROTECT THE EXISTING 2.
MONOLITH L25 AT END OF KEVEL RAIL STEP.
FROM EXISTING LADDER ON MONOLITH L26 ON
CONTRACTOR SHALL USE SALVAGED CORNER CAP 1.
S-705
A3
S-705
A5
SHOTCRETE REMOVAL MITER GATE RECESS REMOVAL
PIPING TO REMAIN
EXISTING HYDRAULIC
MACHINERY RECESS
MITER GATE
S-710
A1 S-710
D3
IN AIR PIPE
COUPLINGS
3" SAWCUT
S-710
A3
PERFORM WORK.
REQUIRED TO
REINSTALL AS
PIPES. REMOVE AND
" Ø AIR2
1EXISTING 1
MITER GATE BUMPERS
REMOVE AND REINSTALL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
W
W N -X
X -X -X
X X
X
A N
S
E N
A M
E
P L
O T D
A T
E
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
L
O L
W S -1
.d g n
/2
/2 a u to d e s ig n B E
C D
M L L
L O
C K C
H A
M B
E R C
O N
C R
E T
E R
E H
A B
IL
IT
A T
IO
N
A L L E
G H
E N
Y R
IV
E R B
A S
IN
A L L E
G H
E N
Y L
O C
K A
N D D
A
C
IN
L
A N
D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
L A
N D W
A L L
CERTIFIED FINAL DOCUMENT
W
W N
B
J U
N E
S-501-L26-1
S-501-L26-2
S-501-L27-1
S-501-L27-2
S-501-L28-1
S-501-L28-2
S-501-L28-1
S-501-L28-2
S-501-L26-1
S-501-L26-2
STRUCTURAL SHEET NOTES
FLOW
FLOW
ELEVATION
PLAN
EL 711.17
S T
A
.0
B
S T
A
.5
B
LS
T
A
.6
B
L
S T
A
.7
B
L
7'-0" 7'-0"
EL 690.00±
REMAIN
POLE TO
EXIST LIGHT
S-401
A1
LOCK CHAMBER
BOTTOM OF
EL 733.00
EL 730.50
T.O. WALL
LOWER POOL
EL VARIES
M J
C E
X
IS
T L
A D
D E
R
C N
E W C
P
S T
A
.0
B
S T
A
.1
B
S T
A
.6
B
M J
M J
S T
A
.7
B
C N
E W C
P
S T
A
.9
B
3'-6"3'-6"
S T
A
.5
B
LC
N
E W C
P
S-301
A1 S T
A
.7
B
LC
N
E W C
P
L26L25 L27 L28
S T
A
.4
B
LC
E
X
IS
T C
P
L26
L27 L28 L25
L
IM
IT
O
F A
R M
O R
M J A
N D M
A T
C H
L
IN
E
KEVEL RAIL STEP
S-301
A6
S-301
A6 S-315
D1
PRECAST WALL UNIT PLACEMENT
A1
PLAN & ELEVATION - MONOLITHS L25-L28
LAND WALL
M O
N O
L
IT
H S L
-L
P L
A N E
L E
V A
T
IO
S-111
J
O N
E S
E J
O H
N S
O N
B A
N D
E R
S
IN
D S
E Y
CULVERT
EXISTING FILLING
GALLERY
EXISTING PIPE
0 4' 16'8'SCALE : 1/8"=1'-0"
MONOLITHS…
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